Site work and paving for a mixed-use development in Havelock, North Carolina. Completed plans call for site work for a road / highway; for paving for a road / highway; sidewalk / parking lot; sidewalk / parking lot; and water / sewer project.

2025 Sewer Main and Lateral Repair The names of certain brands or makes denote quality standard in the article desired, but do not restrict bidders to the specific brand, make or manufacturer named. They are meant to convey to prospective bidders the general style, type, character and quality of the article desired. Quotes are not subject to public inspection until the contract is awarded. Bids can be submitted by mail, email, fax or hand delivered. Cover sheets, envelopes, etc. should be clearly marked with the words: "City of Havelock, 2025 Sewer Main and Lateral Repair 288 McCotter Blvd., Havelock, NC 28532" The bids are good for 75 days after opening. The winning bidder will be issued a Notice To Proceed (NTP) along with a Purchase Order. The performance period is 30 calendar days from the NTP. The successful bidder on all construction contracts will be required to conduct the operation in accordance with all Federal, State, and Municipal health and safety rules, regulations and laws applicable to the operation. The successful bidder may be asked to provide the City with a copy of the company's safety plan prior to commencing work. For all projects over $30,000, a general contractor's license must be furnished to the City if applicable. Certificate to Transact Business in North Carolina: As a condition of contract award, each out-of-State Vendor that is a corporation, limited-liability company or limited-liability partnership shall have received, and shall maintain throughout the term of The Contract, a Certificate of Authority to Transact Business in North Carolina from the North Carolina Secretary of State, as required by North Carolina law. A contract requiring only an isolated transaction completed within a period of six months, and not in the course of a number of repeated transactions of like nature, shall not be considered as transacting business in North Carolina and shall not require a Certificate of Authority to Transact Business. For questions in regards to the bid specifications, the City requires and only responds to questions submitted in writing and sent via email to: Bids@havelocknc.us Questions must be received by 12:00 PM (EST) on Tuesday, April 8, 2025. If questions are received, the City will respond no later than 2:00 PM (EST) on Friday, April 11, 2025. All bids submitted should be to the desired specifications. Any exceptions to the specifications will be evaluated based on the best interest of the City. Any deviation from specifications indicated herein must be clearly pointed out; otherwise, it will be considered that items offered are in strict compliance with these specifications, and bidder will be held responsible therefore. Deviations shall be explained in detail. The bidder shall not construe this paragraph as inviting deviation or implying that any deviation will be acceptable. This institution is an equal opportunity provider, and employer The City of Havelock reserves the right to reject any or all proposals and to purchase items from the state contract in the efforts to award the contract to the bidder it deems to be for the best interest of the City. The sewer main service is 12" Truss Pipe and is at a depth of approximately 10.5 feet deep. The lateral coming from 288 McCotter is 4" PVC which is a depth of approximately 10.5' when connecting to the sewer main. The sewer main is located within the West Bound travel lane, underneath the asphalt roadway one foot from the shoulder of the road on the North side of McCotter Blvd. Contractor shall be responsible for following all OSHA regulations, including the utilization of trench boxes for shoring. The sewer service repair shall consist of replacement of no less than 10' of the 12" Truss pipe; extending a minimum of 5' to each side of the lateral located at 288 McCotter. Replacement of the portion of sewer main shall consist of 12" PVC SDR 35 Pipe. The 4" lateral shall be rebuilt approximately 20' back into the service lateral, which is to the East side of the sewer main. Replacement of the sewer lateral pipe shall consist of 4" PVC pipe. All dewatering shall be the responsibility of the contractor. Contractor shall design and supply a copy of all dewatering plans to a representative of the City of Havelock before the project is to begin. All dewatering shall follow all specifications under section 2 for dewatering within this Scope of Work. Sanitary sewer bypass pumping shall be required during the course of this project. Contractor shall design and furnish all material, labor, equipment, power, fuel, fuel storage, maintenance, etc. to implement a temporary bypass arrangement for the purpose of diverting flow around the work area on a daily basis for the duration of the repair. Contractor shall furnish a copy of the bypass plan to a representative of the City of Havelock before this project is to begin. Access to residences for local traffic shall be maintained throughout duration of the repair. McCotter Blvd is a DOT regulated roadway, contractor shall be responsible for all traffic control. All traffic control shall meet DOT requirements including an encroachment agreement between the contractor and the DOT. A copy of all encroachment agreements and traffic control plans shall be submitted to a representative of the City of Havelock for approval, prior to any repair work beginning. Pavement Restoration shall follow all DOT and City of Havelock specifications for asphalt repair. Pavement Restoration shall be a minimum of 12' wide with the 12" Key-In beginning in the center crown of McCotter Blvd. There shall be a 12" Key-In within any section of asphalt pavement adjoining existing asphalt pavement. See figure 3. The length of the Pavement Restoration shall be a minimum of 19' long, which shall encompass the entirety of any depression created by the sanitary sewer repair and a 1' Key-In for the asphalt restoration on both the East and West ends of the restoration. Any damage to the asphalt roadway created by contractors' equipment during the course of this project shall be remediated to an as was or better condition, pavement remediation shall follow specifications within figure 3. All asphalt restoration shall follow specifications within section 9 of this Scope of Work. Damage to any ditches, landscaping, or concrete driveways must be remediated to an as was or better condition before the end of the project.